CONCRETE MOMENT FRAME RETROFIT
CONCRETE MOMENT FRAME RETROFIT
(OP)
This is about an existing three story concrete moment frame building. The beams and columns are not adequate to handle the seismic forces. I need design references and any guidance on Jacketing of columns with 1. Concrete, 2. Fiber. Also, how do I retrofit beams. Appreciate in advance any help that you can give me.






RE: CONCRETE MOMENT FRAME RETROFIT
RE: CONCRETE MOMENT FRAME RETROFIT
http://www.google.com/search?as_q=seismic+retrofit+procedure&num=10&btnG=B%FAsqueda+en+Google&as_epq=jacketing&as_oq=&as_eq=&lr=&as_ft=i&as_filetype=&as_qdr=all&as_occt=any&as_dt=i&as_sitesearch=
http://www.tfhrc.gov/seismic/toc/chapters.htm
http://www.civeng.adelaide.edu.au/staff/hmaier/Seminar_webpages/y_wu.htm
etc
RE: CONCRETE MOMENT FRAME RETROFIT